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HomeMy WebLinkAboutWashed Sieve Analysis - COM Engineering / Geo-Tech Reports - 7/16/1982 CONSTRUCTION MATHUAIS TESTING LABORATORY INC. t e t4a'? 1 m� 4417 Pacific Highway fast, F if a. Wa, 98424 A Division of Western Testing Laboratories RECEIVED. 7-16-82 T90T COMM[AMCED 7 -19-82 MATERIAL Brown Sand Fill jMWIlFICATION MARKS l &IAMPLED. unknown "a No 2-232 &LmmiTrw eY: Jack Johnson SAMPLED BY: client PRo-iEcT No. T 3629 SOURCE OF SAMPLE. Fluery 's Pit OUANTITY 50# {)CATION OF SUPPLY: same �s PROJECT NAME Misc . Testing SPECIFICATION® GOVERNING REMARKS. For Johnson Const. SIEVE ANALYSI5 I LIOUIC LIMIT (LL) 46 PLASTIC Lrr IT OWL) ~ ANALYSIS SIEVE AS SIZE ►Lwtncrrr IND[f I►I) RECEIVED SQUARE) *OIL CLADSI/)C11TI0I4 X R[T X PASS % RR. % PASS DWELL_ III MR.. METNOO _ OIL IN INDIV. AC:CUM INDIV. ACCUM. SW[,L *ON*, METNOO OIL �N D rTUYINOUt SIND[R RSOUIR[D S -• D[NSrry MY •I/S •• MAYINU•Y D[NSrTY. DRY 1INT.KR CU. rT. Last. 46 [ •. OP11•IUr MOISTURE •�l .. 11111PSCl/1C GRAvrT'Y 100 roleruns • S/• •• ADRASrON /L A.1 t WCAR. SOO REV= ♦ SOO R[v 1 df •• W[ r<,�1 IONT r cu." Loco" L'SIS. t/• •• WErONT PER CU. R.RODO[D Lam' 1 .4 86 .6 ty/ ORGANIC iMPURITI[S ICOLORINCTRIC) 00 t ADSORPTION � FINENESS MODULUS SOUNDNLM (SODIUM SULPHATE) ALTERNATIONS t 10 . 5 6 . MO. S SAND[OUIVALANT •0 4• Io II 2" X4'• CYLINDERS BRIQUETTES •pC7 pO .l - It COrI11[LNVE•TR[MOTM t T[NfIL[ [TR[NGTN so I LDf MR SG IN. LDS PRO •C IN 2 AQ AOE 7 DAY as DAY 7 DAY ft OAY •• SO ' ►KCINEN NO I •1 1 .2 0 . 0 . too I S 0• P." f= RAOI f tKUr[Nt TOTAL j STANDARD OTTAWA SAND LL-- DIT Ur E•r 1 I RATIO qb I� _ _4I Washed- Sieve Pin 7-19-82 J . Ross 1 - - CONSTRUCTiOM MATERIALS Tl,BT MG LAIKXWORIE8, Inc. To.c-t m�. Report #5 Received 9-16-82 Tat Commenced 9-17-82 MSOWW Brown Sand -- 2� Identification 1 _ Sampled9 715=-82 Lab. Me. 2-350 i � v y`yy�,vED Submitted-by D. Marshall Selnpbd by -Client PP900 Na. T-3629 t r Source of Sample die*- hTown Quant{tr - 30# r SEP Locetion of Supply Jack Johnson Construction proioct Hems, CenlnoeW Jack Johnson Constr. ;� C FIlfALTN - ---- Specifications Governing WASHED DOES NOT CONFORM _ C � � ��'�` � Refne►�tl _ Ib PEA.J - g•••f"� o �a s s Modic tbw# _- % n•"•Ih _.. C{•.• WtgM 7.1tet. %Pon. y R•f. •/./•f.. Ft•.flcity Iwd•o_ - -- - -% Cote lew - _ --- �,1r. CI•ssiRc•flew --- -- -- -- St•bilify- - ---- ----- -- - � any. 24 W. S.•N, MNAed Op, In. 00". 44 M_Swell. M•fb•d --- OM. In. - 1 � - ------ -- -- -- �1f•rwlwow Nwd« R•quk•d_— . - -- ---�• — ----- --- - Dewrify by ----- - -- - -_- — -- --------- -- ------ M•dwh•. Dom". Dry Wt. Par Co. Ff. L►a. _ ����-- -- S�s•M1. 6fevify -- -- --- --- - �^ -- - - -- - - M•ldw• — % --- --- -- 100 Rev. boo Nov. ,y ---- -- --- r,•� Ne 4 -- wt. P•. Co.-H.. Redd•d ---lb.. --_--_ ---- {r 1 At O►q.wle bw/r►Ift" i CeWMehl•j -_ % - --- - --- --.. .-.-. Shw Ne - --- - - - --- —- Flw•w•u Meddw - -- - -- ---- - _ - --- - sound"•« (Sedl•,w Sulplwf•I /11/ww•f1•w. '/. ---- --- -- 10 �- --- - S•wd Erd.•I•wf Mb Correction t♦ 1/ ' - Tcfoml pl ve Sf. wfN -r 94 Cw • _- S� _ Made � 1D•T L••d - -Lbs._pw Sq. to. Lb. -- --- 0�• - 40 A�-_ - l Day H Day T O.L- -1R_0•y 1 O.L_ -e Day- -If-Der-Ow - Ira 20.1 8. _� - ---- - - ---- --- -- - - - �� ~-- _ Mo 5.6 3.0 - - - --- -— - - - - 1 ..•ioo ----- 3.0 _ Tef.i _ - -- ----- - ---- - -CUMd..• - - ••]VIAt Av«q• _ __- _ -_-_ _ __---_ - C•w � WOOF Ilaaw,ww —_- -,Ratio • - -S•wd --- Intlpec lon • Sotl Testlnq • Concrete Testing • Asphalt Testing • She Investigation • Concrete end Asphalt Coring i _b MEDIUM FINE COARSE uE01UN FINE "Eny FIME TO COARSE COARSE LARGE GRAVEL yC GRAVEL GRAVEL SAND SAND SAND SAND SILT CLAY ' 10 3040 sa (V-S. 51EVE)' 100 2122 I 1 34 SDI/2 3/e '/6 4 ' 9 I• 20 2e SS 4e CO 100 2 0 325 SIEVE 5':E] (TrLERI90 ' f rm •o > z I Z C) ro n, m ; D to � 2 so1711 f So _ i :o 1 f- ,o I +' 44-I 1 ILL LLLJ � . 0 ao 10 S 4 3 Z I S!F 'L 0.1 L4 pa nz o.a 0.001 0 c_ t rn GRAIN SIZE IN MILLIMETERS —c")+ r 1 . ; JIM EW JIMMIE MM "'Mi I Ion ME a ■tmt� ■��It�■■I�ti��� ��t�l�i�t�� ��1�/�1�■�tl•��ta�• tll ■1•M■1■ mumttte■t �•■�1■�■�■.�■■■�trt ■s i■ ■NOMM 01 1■1 law .■1E■>.�i�i�■■■tt�•1��■r.�■■■■��. 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